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Page 1
Fatigue Analysis of CFRP-Reinforced Concrete Ribbed Girder Bridge Deck Slabs.
Tian S, Zhang X, Hu W. Tian S, et al. Polymers (Basel). 2022 Sep 12;14(18):3814. doi: 10.3390/polym14183814. Polymers (Basel). 2022. PMID: 36145958 Free PMC article.
This study aims to improve the operational safety of reinforced concrete-ribbed beam bridge decks and prolong their service life by performing fatigue analysis of deck slabs reinforced with carbon-fiber-reinforced polymers (CFRP) and other materials. ...CFRP cloth i …
This study aims to improve the operational safety of reinforced concrete-ribbed beam bridge decks and prolong their service life by p …
Fourier-transform phase-shifting interferometry.
Deck LL. Deck LL. Appl Opt. 2003 May 1;42(13):2354-65. doi: 10.1364/ao.42.002354. Appl Opt. 2003. PMID: 12737469
Phase-shifting interferometry is a preferred technique for high-precision surface form measurements, but the difficulty in handling the intensity distortions from multiple-surface interference has limited the general use of the technique to interferometer cavities producing stric …
Phase-shifting interferometry is a preferred technique for high-precision surface form measurements, but the difficulty in handling the inte …
Iterative-Based Impact Force Identification on a Bridge Concrete Deck.
Rashidi M, Tashakori S, Kalhori H, Bahmanpour M, Li B. Rashidi M, et al. Sensors (Basel). 2023 Nov 18;23(22):9257. doi: 10.3390/s23229257. Sensors (Basel). 2023. PMID: 38005643 Free PMC article.
The efficacy of the proposed techniques is illustrated by utilizing the experimental data acquired from a bridge concrete deck reinforced with a steel beam....
The efficacy of the proposed techniques is illustrated by utilizing the experimental data acquired from a bridge concrete deck reinfo …
Static test research on steel bridge deck pavement structures paved by high-content hybrid fibre polymer concrete.
Zhao C, Zhu Z, Yi Z, Su K, Li Y. Zhao C, et al. Sci Rep. 2022 May 25;12(1):8796. doi: 10.1038/s41598-022-12987-8. Sci Rep. 2022. PMID: 35614117 Free PMC article.
Steel bridge deck pavement has always been a key and difficult point in the construction of long-span bridges. ...This proves that high-content hybrid fibre polymer concrete exhibits suitable mechanical properties for steel bridge deck pavement....
Steel bridge deck pavement has always been a key and difficult point in the construction of long-span bridges. ...This proves that hi …
Use of Geopolymer and Carbon Fiber-Reinforced Polymer for Repairing Reinforced Concrete Deck Soffit.
Li YF, Hao GW, Syu JY, Chen BY, Lee WH, Tsai YK. Li YF, et al. Materials (Basel). 2023 Jun 19;16(12):4459. doi: 10.3390/ma16124459. Materials (Basel). 2023. PMID: 37374642 Free PMC article.
This study aimed to assess the feasibility of utilizing geopolymer for repairing reinforced concrete beams. Three types of beam specimens were fabricated: benchmark specimens without any grooves, rectangular-grooved beams, and square-grooved beams. ...
This study aimed to assess the feasibility of utilizing geopolymer for repairing reinforced concrete beams. Three types of beam speci …
Reduction of Biomechanical and Welding Fume Exposures in Stud Welding.
Fethke NB, Peters TM, Leonard S, Metwali M, Mudunkotuwa IA. Fethke NB, et al. Ann Occup Hyg. 2016 Apr;60(3):387-401. doi: 10.1093/annhyg/mev080. Epub 2015 Nov 23. Ann Occup Hyg. 2016. PMID: 26602453 Free PMC article.
Inhalable mass concentrations of welding fume (averaged over ~18 min) when using conventional methods were high (18.2 mg m(-3) for bare beam; 65.7 mg m(-3) for through deck), with estimated mass concentrations of iron (7.8 mg m(-3) for bare beam; 15.8 mg m(-3 …
Inhalable mass concentrations of welding fume (averaged over ~18 min) when using conventional methods were high (18.2 mg m(-3) for bare b
Vibration Serviceability of Footbridges: Classical vs. Innovative Material Solutions for Deck Slabs.
Drygala IJ, Dulinska JM, Ciura R, Lachawiec K. Drygala IJ, et al. Materials (Basel). 2020 Jul 6;13(13):3009. doi: 10.3390/ma13133009. Materials (Basel). 2020. PMID: 32640625 Free PMC article.
In this study, the human-induced dynamic performance of modern footbridges equipped with either classical reinforced concrete (RC) or innovative glass fiber-reinforced polymer (GFRP) composite deck slabs were investigated and compared. The numerical studies were carried ou …
In this study, the human-induced dynamic performance of modern footbridges equipped with either classical reinforced concrete (RC) or innova …
Development and Experimental Assessment of Friction-Type Shear Connectors for FRP Bridge Girders with Composite Concrete Decks.
Davids WG, Guzzi D, Schanck AP. Davids WG, et al. Materials (Basel). 2022 Apr 21;15(9):3014. doi: 10.3390/ma15093014. Materials (Basel). 2022. PMID: 35591349 Free PMC article.
This paper details the development and experimental assessment of a friction-type connector, designed to transfer shear flow between the top flange of a fiber-reinforced polymer (FRP) tub girder and a composite concrete deck for bridge applications. In contrast with previo …
This paper details the development and experimental assessment of a friction-type connector, designed to transfer shear flow between the top …
Numerical simulation on seismic pounding damage in a simply-supported steel bridge.
Shi F, Wang D, Tong L, Tang W. Shi F, et al. Heliyon. 2023 Nov 15;9(11):e22297. doi: 10.1016/j.heliyon.2023.e22297. eCollection 2023 Nov. Heliyon. 2023. PMID: 38053907 Free PMC article.
Specifically, longitudinal pounding causes damage to the steel beam's ends; however, the damage is typically localized and mild. ...Horizontal pounding which combines longitudinal and lateral causes rotation of the bridge deck and aggravates the lateral damage to st …
Specifically, longitudinal pounding causes damage to the steel beam's ends; however, the damage is typically localized and mild. ...H …
Flexural Behavior of T-Shaped UHPC Beams with Varying Longitudinal Reinforcement Ratios.
Zhang R, Hu P, Chen K, Li X, Yang X. Zhang R, et al. Materials (Basel). 2021 Sep 30;14(19):5706. doi: 10.3390/ma14195706. Materials (Basel). 2021. PMID: 34640120 Free PMC article.
In order to investigate the transverse flexural behavior of the UHPC waffle deck, a total of six T-shaped UHPC beams, with varying longitudinal reinforcement ratios, were tested and analyzed. ...The beam tests showed that all the T-shaped UHPC beams, even without lo …
In order to investigate the transverse flexural behavior of the UHPC waffle deck, a total of six T-shaped UHPC beams, with varying lo …
32 results